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Performance of subbases for concrete pavements under repetitive loading
Investigation to determine effects of subbase type, gradation, placement density and moisture content on densification of subbase under repetitive loading, and obtain data for writing specifications controlling initial compaction of subbases; results indicate that granular subbases should be compacted to at least 100% of AASHO standard density to preclude harmful densification under traffic.
Performance of subbases for concrete pavements under repetitive loading
Investigation to determine effects of subbase type, gradation, placement density and moisture content on densification of subbase under repetitive loading, and obtain data for writing specifications controlling initial compaction of subbases; results indicate that granular subbases should be compacted to at least 100% of AASHO standard density to preclude harmful densification under traffic.
Performance of subbases for concrete pavements under repetitive loading
Nat Research Council -- Highway Research Board -- Bul
Colley, B.E. (author) / Nowlen, W.J. (author)
1958
27 pages
Report
English
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